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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹21.5 L+₹4.1 L (23.7%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹23.1 L
EMD Value
₹50,000
Closing Date
14 Jun 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, P.H.Division, Irinjalakuda
DEPOSIT - Nagara Sanchaya Padhathi -Irinjalakuda Municipality -Strengthening of distribution pipes at Irinjalakuda Municipality road by replacing old pipes pipes with new pvc pipes in various Wards.
2023_KWA_580490_1
11/EE/PHD/IJK/20223-24
Open Tender
Civil Works - Water Works
Item Rate
120 days
Irinjalakuda
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
7 Jul 2023
7 Jun 2023
15 Jun 2023
7 Jun 2023
14 Jun 2023
7 Jun 2023
Amount
Working charges
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
15.43.1:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Water bound macadam road
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
OD97397/2022-2023:Taking connection from existing line of size 50mm to 110mm, using PVC specials including all earthwork excavation, re-filling etc, including cost of specials
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Supply of Materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
OD114403/2022-2023:Supply of 90 mm PVC specials (3% of cost of pipe)
Connection Shifting
OD114410/2022-2023:Towards the charges for house connection shifting of 15mm (1/2 inch) house connection from newly laid PVC / HDPE mains up to 110 mm dia., using 20mm Indian Standard Class6 uPVC pipe and uPVC / GM /specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3mx 0.75m for laying connection pipe , lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the but excluding chargesfor cutting the concrete / tarred /bituminous roads etc, and as per the direction of the departmental officers.
POLYVARGHESE
Bidder Name
ABILASH.P.S
POLYVARGHESE
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